New Analytical Solutions for Cohesive–Frictional Soils above Deep Active Trapdoors

Author:

Chen Fuquan1ORCID,Luo Shanchu2,Lai Fengwen3ORCID

Affiliation:

1. Professor, College of Civil Engineering, Fuzhou Univ., No. 2, Xueyuan Rd., Fuzhou 350116, China; Key Laboratory of Geohazard Prevention of Hilly Mountains (Ministry of Natural Resources), Fujian Key Laboratory of Geohazard Prevention, Fujian 350002, China. ORCID: .

2. Master’s Student, College of Civil Engineering, Fuzhou Univ., No. 2, Xueyuan Rd., Fuzhou 350116, China.

3. Ph.D. Candidate, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 211189, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference55 articles.

1. Aubertin, M., L. Li, S. Arnoldi, T. Belem, B. Bussière, M. Benzaazoua, and R. Simon. 2003. “Interaction between backfill and rock mass in narrow stopes.” In Proc., 12th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering: Soil and Rock America, edited by P. J. Culligan, H. H. Einstein, and A. J. Whittle, 1157–1164. Essen, Germany: Glückauf GMBH.

2. Prediction of Undrained Sinkhole Collapse

3. Base Instability Triggered by Hydraulic Uplift of Pit-in-Pit Braced Excavations in Soft Clay Overlying a Confined Aquifer

4. A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils

5. Modified Terzaghi loozening earth pressure based on theory of main stress axes rotation;Chen R. X.;Rock Soil Mech.,2010

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